HomeMy WebLinkAboutLot 1-4 & 10-14 & 26-29 & 73-76 - Precise Grading GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER - RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
70. AS AMENDED BY ORDINANCE 457. �Q� EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
TEME ULA WAY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE 1%. 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTEDOF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. -,t, RELATIONS 'CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL
3. MAXIMUM CUT AND FILL SLOPE - 2� 1 . ,� r NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
v ��s ! COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL N 81T E CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5' HIGH. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CALWORN14 CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYc PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
6 LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER I ' DEEP. AND ALL LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
ANSir OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ' NEGLIGENCE OF THE OWNER OR ENGINEER.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF LOCATION MAP -�
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 15 SCALE: I -5OO, STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TEMECULA RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE IOOYR 0 STORM FLOWS. Crr OF SAID LINES NOR FOR UTILITY OR IRRIGATION LI-NES WHOSE LOCATIONS ARE NOT
N.T.S
ALONG TOP OF CUT SLOPES. IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER VICINITY MAP LOCATOR A of ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON.
'+ AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
THAN ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF SOILS ENGINEER
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND • § l33T1_1a
LE I GHTON & ASSOC. DATED MAY 4. 1988 & MAY 6. 1996. TWO SETS OF t oen�
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING OWEN CONSULTANTS LEIGHTON & ASSOCIATES. INC.
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH. STE. 102
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH :3371.13 X3371_1 SAN DIEGO. CALIFORNIA 92131 TEMECULA. CA 92590
!3371-1a
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. _S s. (619) 695-3150 (909) 676-0023
W
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 .� !3371-1a
OWNER/DEVELOPER
HOURSIN ADVANCE
REQUESTING
NFINISH
LOT GRADE AND
DRAINAGE
INSPECTION. THIS INSPECTION APPROVEDPR PRIOR �'� -
PERMIT FINAL INSPECTION FOR EACH LOT. ur - 4
UDC HOMES INC.
PHONES (909) 694-6411 LOT4 !3371-4
438 CAMINO DEL RIO SOUTH STE. 112-B
= 1_ o.,20 r SAN DIEGO, CA. 92108
II . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL _ (619) 298-8070
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE LEGEND
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM cr.
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR L°
TO THE APPROVAL OF FINAL INSPECTION. :3371_1
2337! TOP OF WALL ------------------------------------------------------------------------------------ TW
�•
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HASpj 1111 -'_--"_'--_'-"""'""""""""'-"""-"-"""'-'--"_--'----"-""'BOTTOM OF WALL BW
•
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS `� "` ��' �`�
TOP OF CURB ELEVATION •----••-----------------•---------------•-------•--------------------
TC
MATERIAL.
isPAD ELEVATION --------------------------------•-------------------------•---•-----•---•--•------ PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. T w°� ' co
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL !3371-1a FINISHED FLOOR ELEVATION _______________
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A s FINISHED GRADE ELEVATION ______________•-_--____-_.___________________
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. `
HIGH POINT ---------------------------------------------------•---•-•-------•--------------------- HP
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP SLOPE _______________________________________•_.___-____...-_____-.-.-__-__-_________________ TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD FLOW LINEFL
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT '•'-"-"-"'- "--
PROPERTIES.
3371-3 SITE ` TOP OF GRATE ELEVATION _-----•-----•----•---------------•-------------------------..._----• TG
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 23373 INVERT ELEVATION ___________________•----__.__--__________-_________.__-.._-__.___...___.._.__. INV.
' GARAGE FINISH FLOOR ELEVATION
• l3311-: ----------•-------------------------------------------•--- GFF
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES , 00 EXISTING ELEVATION ----------------------------------------- ------------ _--
(970)
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT -- FIRE HYDRANT LOCATION ------------__ -�
ADJOINING PROPERTIES DURING GRADING OPERATIONS. T ��������-•�����••���--••••-••--�••-• •-�•-
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- { - ..�, STREET LIGHT ____________________________________________________________________________________ �
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE y DIRECTION OF DRAINAGE FLOW --------------------------------------------------------------- ---
ENGINEERING
--
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 110.7 TG p EXISTING DEEPENED FOOTING (6' TYPICAL) -----------------------------------------
VERTICAL HEIGHT. 9.7 INV.
It, 1.2 B 5' RETAINING WALL
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2.5' I HP MM
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE TC APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ------------------
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN10.9 SEWER LATERAL LOCATION -----------------------------------------------------------------
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE 3 1 9=4 F�
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT
- FL L1� 4,�. WATER LATERAL AND WATER METER LOCATION ------_________________________________
111/2"MM INSTALL POLYETHYLENE I 6, � 2 B
ELECTRICAL TRANSFORMER _____________ _ _ --. _ _ _ . -
19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA COVER � PLASTIC JOINT MATERIAL TO ESMT. �'� T 5 �' GRADED "�-' ""•'•'"'•"-' -__'""-' "-' -- ---�- ' "---�
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. 'QUICK JOINT' OR EQUAL �+ LOT POWER LINE AND HANDHOLES ------------------------------------------------------
SLOPES
❑
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, C N I rn-m N I C """•-""'""- '" "-- "
' SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 0 10.00 D FL �3 1 GRADED 4 MM. I FG• TELEPHONE SERVICE ❑
THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERSo TREES, 20 ON D - D - D D - D - D _ _ I
FG HP FG MAX. GRATE --------------------------------------------------------------------------------------------- ❑
CENTERr COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL Zr
I.SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW e e O e e I Max BLOW OFF VALVE
PREVENTION DEVICES PER U. P. C. . CHAPTER 10. R. -
I5+69 I Q- �,`, %. AIR VALVE ---•--------•--------------•-------•----------------------------------------------------
C
/Ij\, � CL D/w �`' A -A %L f` Ft
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT II>\Y/� I 12.0% MAX ��` O •O' 60 F` TELEVISION PLATFORM _____________________________________________________•____.._-_____-_-_._
LESS THAN 1/4' PER FOOT FOR A M I N I MUM OF 3 FEET. � � Q�L2' MIN. 9.9 -
10.0 �' 22.5' � � �• OHO BACK WATER VALVE---------•------------------- ew
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 9' 6' TC FG - 20 9--3•I� 1 O•���'
-----------------------------------------------
PERM I TTED. - - - - - - �- - 0 6' PVC
10.2 5' ±-_8_j
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD I FL MIN FL EARTHWORK OUANTITES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A-A
SECTION B-B N0. LOTS CY/LOT TOTAL
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE N.T.S.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TYPICAL LOT GRADING DETAIL N.T.S. 17 15 255
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY N.T.S.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
NDICATES LOT NUMBER
4.5'
NDICATES FINISHED
SIDEWALK 2.5, 3.12' FLOOR ELEV.
' 51 52 54
CONSTRUCTION NOTES 6' V�EASEMENT 6.MIN. 50.00 40.0' VARIES HKATES FF 88.7 FF=8.7 FF=88.7
F.L. OF PIPE 1//' A 20% 4.5 4.5 PAD ELEV. PE=88.0 PE=88.0 53 PE=88.0
QCONSTRUCT 12' SOUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE, ABOVE GUTTER 2% ' ��, " .5 10• 2 PE-88.0 4 '
INC. PART NO. 12I0 OR EQUAL. FLOW LINE
2Q CONSTRUCT 6' SMOOTH WALL PVC DRAM. MIN. 3
I �// 0.S0% 6. PVC 'L$ SATES YP
- • .• \/A\ \ •'-- • \/ \SVA A\ \/A\\�/•"- - 3w
.
O3 CONSTRUCT THROUGH THE CURB DRAM PER DETAIL SHOWN ON SHEET A REDUCERW WITH ECCENTRIC (SMOOTH BUILDING TYPE - - - - - - - - - - - - - - - - - - - - - - - - _
I d� PER SEPERATE PERMIT. CLEANOUT LOWALL) O: PAD
- CORE DRILL 3'MtN. PVC AT 2!
04 CONSTRUCT RETAMiNG WALL BY SEPERATE PERMIT. !
CURB AS REQ D. CURB � GU TER (SCHEDULE 40)
\'`�'� " fi� Yy EXIST. CURB AND GUTTER-/ RIGHT OF WAY
T ROUGH THE CURB DRAIN DETAIL BUILDING FOOTPRINTS
3 SECTION C-C
N.T.S. • .�•�; • ...� N.T.S.
N.T.S. PERMIT N0. LD 97-055GR
BENCHMARK COUNTY OF RIVERSIDE B. M. T-29-81 DATE BY REVISIONS APPROVED BY: l�ll.��R /
2 ''/Z' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY RIVERSIDE EDWARD MIC4L RATICAN R.C.E. 4 O4 X40 �' CITY OF TEMECULA
�•_ _� "~ '°
• • I
COUNTY SURVEY, DATE APRIL 13, 1981 . DATEs / REGISTRATION EXPIRES 6-30-99 co�:for*'io s=soi H°!T m-o7ot PLOT PLAN
DETAILED DESCRIPTION, FROM THE INTERSECTION OF FRONT STREET ND RANCHO CALIFORNIA TRACT N 0. 2 33 71-3
ROAD. 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE INTERS CTION OF RANCHO PRINCIPAL ENGINEER FOR SCALE: BENCH MARK: 3 SHEETS
CALIFORNIA ROAD AND MARGARITA ROAD. I N THE N.w. CORNER OF TH INTERSECTION I ' APPROVED B� By THE CITY OF TEMECULA AS NOTED LOTS I-4, 10-14, 26-29 & 73-76 F
EAST OF A 7 CHAIN LINK FENCE, 21 X16 AROUND SOUTHERN CALIF RNIA. GAS VALVES. 40 SEE ABOVE LEFT
NORTH OF P.P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RANCHO CALIFORNIA ROAD. / FILE NO.
SET FIBERGLASS WITNESS POST 1 ' WEST OF MONUMENT. DATE: 46/5 Op •
ADJ. DATE 9- 13-82 ELEVATION 1128. 410 RONALD J.PARKS R.C.E.No.19744 DATE: MAY. 1997 W.O. FOR: UDC HOMES F.B.
/uar/pro)doto/r_prp/d_129T6/976prd5.dgn
PLOT DATE: 10-JUN-4997 JN 12976
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It I
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NOT \ A PART ---
/ 265.9x'
11 / / I -- ----------� 6 .3a - - 1 .8 48.03' i \ -- \
/ ------- , _ 11.4- - ' - 92 OF THOS \suismi ll 7AL �%
/
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FL HP 11.2 i - -1- _ � X95 FL -'+ \ `
F HP 11.2 1 FL - �-� 10.7 -HP - - - -'--'- + ---"' '% �`
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! l / I \ ,
/ � � ---------------, I 1 _ I 11.0 TG I �� gr -
/ I -------------- P -
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'- I r- �- --- -� I ,� : 10.0 INV � � ��
28 1
2 I ' 24 I 26 2 7 1 291 ____� \
1 2 2 3 12 5 ro.8 T FF. , 4c
l ; i FF=12.4 I. FF=12.4 1 I PE=A.3 FF--IO-5 + ► p \ �%
If ' I ; I ' : PE=At c' P . 9.8 N I PE=09.8 C \ �% --
1 0 o iSOONe - ✓HOT , AI PART l� 71 HOS f-7,%L 1 a.3 2A , a.8TG \
1 1 1 \ ` � ; ; I i i ; ; ' HP 4C , 17.0' `t B O Q7.8 INV i + \ �i
1
1 : ; I : I , , Q 0 to' O O 3 TG + ; i /
/ I AR I 3BR 3CR 1 IAR I �; ' 93 INV \ . '�� oe
----, I ----, 1 I 10.6 \ /
J - ---- --' � I L-i i I L� ; I i - --- O FL 2 i �••-► \ j/�/
J N I o 4r--v-- I o LLr--v---�: I ; -- I 10.5 2 10.1 1 LT ' I // -�
2 l FL FL 2 1 /
G /
---L, p �, � I I I �----u p ; � •�• A2 � .�• , FL 9a , / j�� � .5.
10.0 10.0 b� , I 1 _ HP /
- - - - - - - - - - - - - - FG FG 10.2 �•f 10.6 , b
\ - - - - - - - -1- - - - - - - - - - - _ FIG 10.2 1.Ip I aD1 .9 �i �� '
-L-- ---- -�- ------- --- ------ FG od 9.8 `� � i 000, \ /
� � � �F 0 I e�i - fG � i� � � /'
---- ---��---------� ------ 3 44.07' _ _Ff _ 09.8 09.6 08.5 08.1 _ ��'�EXIST. SEWE�/�
10.1 52. , 3 08.8
I I 1 9.9 TCI Lo c 10.1 00 37, •� //
I o N I I EXIST SEVER I I I .
T �} J + TC * 7 61.90' 3 68 3 / //
1 ` 1 I 14 L r!- IST _S - �° Z; �:�- I 9.5 8.7 0, c 1 �5 EXIST. WATER
I _ 1 L=34.91' __g o_TC I TC }- 6, ` .� I ,` i
I ' 9 - N 6S• 44' S9 t• _S �'.- L.2aZ 4 i'' /� i
I I I I I I I o o l I CL (BUNKER I DRIVE I I I R=32o.0o' - w L=Ts.B • 1 f - ►a_ ,0.134 ,. \
--�� - IT- --t---777--I �--- - -L_--- I --�-- � ° t I I , 0 45 45 ��
I EXIST. WATER I -W 36 � �
1 _c _ 1 I 1 , � � / i �
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� ��____-- �- 1 .I T...I._ 9. -_ � � i I I M : _--r o
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r` 3
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\\ r; p I r---n O I 0.2 c . FG 09.� - _ 48.35 - _ T.8 � ` %
---- I ' _ o -- ^ -- QI 09.7 09-2- 7- 08.3 `
r / r~---r- -- I , I__, I , I_ I --: o .� 09.3 ! , �,, � ` �\
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I I I ---- I ---- I i 10.4 O 2 o �• p 9. +
FL 9.1
10.8 , O 2 09.4 UM 1 8.4 HP i
I ; I ; ; i � 7 6 HP ' I FL � FL � � ! �" �
; 80 . I ' 79 1 78 7 10.2 .o' 2 I FL 13 ��.
II II I i1 I I I I I r FF=, �2
I 1 0 0 � I
I ? •
I I II I I I i M rpr
n n(� Rj� ifPE=n5 75 1o.4 ,A A� ; ®F Irm SVUmU7 ' 4 ; F _ 11 ,I A3CR F A.9 74 73
,
r� 9.9 5.0 PE=A
I I I I I I I I i A i 10.7 TG 2 FF=A.2 s 2 `
II ► I I 13 C I I B I I C I ' 9.7 INV A 3BR PE=a.S 9.4 TG PE=o.s Ag PART
11 II4A I I ; ---- ' I ®
II II I I 11 I ------------- ------------- ----- 8.41NV 1 +
I
----- ' -"' �_ _,; I �--' a 110.2 TG , 1 AR 2�+[� 1 8.2 TG ImusA
VUBNOTTAL
---` --� I ti p.09.2 INV , ' l.." 7.2 INV + ®F
I I II I ' I i i I I I FL 10.9
I I I I I 1 FL , 10.9 10.5 - 10.0 7.5' +'
I I c I _HP 1 10.2 9.8
10.7 - - _� FL _, i FL `P F
I
FLcri HP
� �
_ _ - - - FL
- - - - - - - - - - - - - -_- - _ - _ I ;� I -,�
/ If / I -FG a'
♦
89.4 - 48--/
�i 9.65' -f G
\ _ _
86.8 \
FG
-r 1v Qr
83.5
FIG
• ' \ W . 4MI
\
PERMIT N0, LD 97-055GR
DATE BY REVISIONS APPROVED BY! - ENGNEEREC
-� Cal"o°a ,m? 0") ?0-0,0► PLOT PLAN 2
SCALE r = ZOO
PRINCIPAL ENGINEER FOR SCALE: BENCN MARK: TRACT NO. 23371-3 APPROVED BY: THE CITY OF TEMECULA _
1„ - 20 LOTS I-4, 10-14, 26-29 & 73-76 3
OF SHEETS
7-
SEE SHEET ONE
2o 0 2o 40 60 � FILE N0.
DATES
RONALD J.PARKS R.C.E.No.19744 DATE: MAY 1997 w.0. FOR: UDC HOMES F.B.
/usr/proIda to/r-qrp/d-12976/976grd6x.dgn PLOT DATEt 10-JUN-1997 JN 12976
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" \ 1 EXIST. SEWER ( I EXIST, WATER \
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PERMIT N0. LD 97-055GR
PPLgOYEC Y:
DATE BY REVISIONS �, �,,� i4?4 •
,1204
Lei
�� CITY OF TEMECULA
EDWARD AA HEl
RAT-AN R.C.E. 4680, suit a'00WO �"°fL°
telIf 1� PLOT PLAN
Rlvr.ift..
Cal l forn l o l2S01 t>�!) T{2-0T01
SOLE r = 20♦ DATEt REGISTRATION EXPIRES 6-30-99 3
_ TRACT NO. 23371-3
APPROVED BY: SCALE: BENCH MARK:
20 0 20 40 60
1" = 20' LOTS 1-4, 10-14, 26-29 & 73-76 of 3 SHEETS
` SEE SHEET ONE
DATE: �t 7 FILE NO.
f
RONALD J. PARKS R.C.E. No. 19744 DATE: MAY 1997 W.O. FOR: UDC HOMES F.B.
/usr/proldato/r-qrp/d-12976/976grd7.dpn
PLOT DATE: 10-JUN-1997 JN 12976